Project Name:	CAN
	Project Code:	CAN	Site ID:	CP122	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (VIC)
	Site Information
	Desc. By:	C.L. Watson	Locality:	Kalkee ~20KM north of Horsham
	Date Desc.:	11/10/78	Elevation:	 150 metres
	Map Ref.:	Sheet No. : 7324   1:100000	Rainfall:	440
	Northing/Long.:	142.266666666667	Runoff:	No Data
	Easting/Lat.:	-36.5166666666667	Drainage:	Imperfectly drained
	Geology
	ExposureType:	No Data	Conf. Sub. is Parent. Mat.:	No Data
	Geol. Ref.:	No Data	Substrate Material:	Slightly porous, Unconsolidated material 
	(unidentified) 
	Land Form
	Rel/Slope Class: 	Level plain <9m <1%	Pattern Type:	Alluvial plain
	Morph. Type:	Flat	Relief:	No Data
	Elem. Type:	Plain	Slope Category:	Level
	Slope:	<1 % 	Aspect:	No Data
	Surface Soil Condition (dry):	Soft, Self-mulching
	Erosion:
	Soil Classification
	Australian Soil Classification:	Mapping Unit:	N/A
	Episodic-Epicalcareous Self-Mulching Grey Vertosol     	Principal Profile Form:	Ug5.24
	ASC Confidence:	Great Soil Group:	Grey clay
	Analytical data are incomplete but reasonable confidence.
	Site Disturbance:
	Vegetation:	Low Strata - Sod grass, <0.25m, . *Species includes - None recorded
	Surface Coarse Fragments:
	Profile Morphology
	0 - 0.03 m	Dark grey (10YR4/1-Moist); ; Medium heavy clay; Strong grade of structure, <2 mm, Granular; 
	Very weak consistence; Few (2 - 10 %), Calcareous, , Soft segregations; Sharp change to - 
	0.03 - 0.1 m	Dark grey (10YR4/1-Moist); ; Medium heavy clay; Strong grade of structure, 2-5 mm, Angular 
	blocky; Weak consistence; Few (2 - 10 %), Calcareous, , Soft segregations; Field pH 8 (pH 
	meter); Gradual change to - 
	0.1 - 0.2 m	Dark grey (10YR4/1-Moist); ; Medium heavy clay; Strong grade of structure, 2-5 mm, Angular 
	blocky; Weak consistence; Few (2 - 10 %), Calcareous, , Soft segregations; Field pH 8.7 (pH 
	meter); 
	0.2 - 0.35 m	Dark grey (10YR4/1-Moist); ; Medium heavy clay; Strong grade of structure, 2-5 mm, Angular 
	blocky; Weak consistence; Few (2 - 10 %), Calcareous, , Soft segregations; Field pH 9 (pH 
	meter); 
	0.35 - 0.4 m	Dark grey (10YR4/1-Moist); , 10YR52, 20-50% ; , 20-50% ; Medium heavy clay; Strong grade of 
	structure, 5-10 mm, Angular blocky; Firm consistence; Few (2 - 10 %), Calcareous, , Soft 
	segregations; Field pH 9.1 (pH meter); 
	0.4 - 0.5 m	Dark grey (10YR4/1-Moist); , 10YR52, 20-50% ; , 20-50% ; Medium heavy clay; Strong grade of 
	structure, 5-10 mm, Angular blocky; Firm consistence; Few (2 - 10 %), Calcareous, , Soft 
	segregations; Field pH 9.2 (pH meter); 
	0.5 - 0.6 m	Dark grey (10YR4/1-Moist); , 10YR52, 20-50% ; , 20-50% ; Medium heavy clay; Strong grade of 
	structure, 5-10 mm, Angular blocky; Firm consistence; Few (2 - 10 %), Calcareous, , Soft 
	segregations; Field pH 9.3 (pH meter); 
	0.6 - 0.7 m	Pale brown (10YR6/3-Moist); , 10YR41, 20-50% ; , 10YR64, 20-50% ; Medium heavy clay; Strong
	 grade of structure, 5-10 mm, Angular blocky; Firm consistence; Common (10 - 20 %), 
	Calcareous, , Soft segregations; Field pH 9.3 (pH meter); 
	0.7 - 0.8 m	Pale brown (10YR6/3-Moist); , 10YR41, 20-50% ; , 10YR64, 20-50% ; Medium heavy clay; Strong
	 grade of structure, 5-10 mm, Angular blocky; Firm consistence; Common (10 - 20 %), 
	Calcareous, , Concretions; Field pH 9.4 (pH meter); 

	Project Name:	CAN
	Project Code:	CAN	Site ID:	CP122	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (VIC)
	0.8 - 0.9 m	Pale brown (10YR6/3-Moist); , 10YR64, 20-50% ; , 10YR41, 20-50% ; Medium heavy clay; Strong
	 grade of structure, 5-10 mm, Angular blocky; Firm consistence; Common (10 - 20 %), 
	Calcareous, , Soft segregations; Field pH 9.4 (pH meter); 
	0.9 - 1 m	Light yellowish brown (10YR6/4-Moist); , 10YR63, 20-50% ; , 10YR41, 20-50% ; Medium heavy 
	clay; Strong grade of structure, 5-10 mm, Angular blocky; Firm consistence; Common (10 - 20 
	%), Calcareous, , Concretions; Field pH 9.3 (pH meter); 
	1 - 1.1 m	Pale brown (10YR6/3-Moist); , 10YR64, 20-50% ; , 20-50% ; Medium heavy clay; Strong grade of 
	structure, 5-10 mm, Angular blocky; Firm consistence; Common (10 - 20 %), Calcareous, , Soft 
	segregations; Field pH 9.2 (pH meter); 
	1.1 - 1.2 m	Pale brown (10YR6/3-Moist); , 10YR64, 20-50% ; , 20-50% ; Medium heavy clay; Strong grade of 
	structure, 5-10 mm, Angular blocky; Firm consistence; Common (10 - 20 %), Calcareous, , 
	Concretions; Field pH 9.2 (pH meter); 
	1.2 - 1.3 m	Pale brown (10YR6/3-Moist); , 10YR64, 20-50% ; , 20-50% ; Medium heavy clay; Strong grade of 
	structure, 5-10 mm, Angular blocky; Firm consistence; Common (10 - 20 %), Calcareous, , Soft 
	segregations; Field pH 9.2 (pH meter); 
	1.3 - 1.4 m	Pale brown (10YR6/3-Moist); , 10YR64, 20-50% ; , 20-50% ; Medium heavy clay; Strong grade of 
	structure, 5-10 mm, Angular blocky; Firm consistence; Common (10 - 20 %), Calcareous, , 
	Concretions; Field pH 9 (pH meter); 
	1.4 - 1.5 m	Pale brown (10YR6/3-Moist); , 10YR64, 20-50% ; , 20-50% ; Medium heavy clay; Strong grade of 
	structure, 5-10 mm, Angular blocky; Very firm consistence; Many (20 - 50 %), Calcareous, , Soft 
	segregations; Field pH 9.1 (pH meter); 
	1.5 - 1.6 m	Pale brown (10YR6/3-Moist); , 10YR64, 20-50% ; , 20-50% ; Medium heavy clay; Strong grade of 
	structure, 5-10 mm, Angular blocky; Very firm consistence; Many (20 - 50 %), Calcareous, , 
	Concretions; Field pH 9 (pH meter); 
	1.6 - 1.7 m	Pale brown (10YR6/3-Moist); , 10YR64, 20-50% ; , 20-50% ; Medium heavy clay; Strong grade of 
	structure, 5-10 mm, Angular blocky; Very firm consistence; Many (20 - 50 %), Calcareous, , Soft 
	segregations; Field pH 8.9 (pH meter); 
	1.7 - 1.8 m	Pale brown (10YR6/3-Moist); , 10YR64, 20-50% ; , 20-50% ; Medium heavy clay; Strong grade of 
	structure, 5-10 mm, Angular blocky; Very firm consistence; Many (20 - 50 %), Calcareous, , 
	Concretions; Field pH 8.9 (pH meter); 
	1.8 - 1.9 m	Pale brown (10YR6/3-Moist); , 10YR64, 20-50% ; , 20-50% ; Medium heavy clay; Strong grade of 
	structure, 5-10 mm, Angular blocky; Very firm consistence; Many (20 - 50 %), Calcareous, , Soft 
	segregations; Field pH 8.9 (pH meter); 
	1.9 - 2 m	; 
	Morphological Notes
	Observation Notes
	SOME SHINY SURFACES >3CM                                                                                                
	Site Notes
	HORSHAM

	Project Name:	CAN
	Project Code:	CAN	Site ID:	CP122	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (VIC)
	Laboratory Test Results:
	Depth	pH	1:5 EC	Exchangeable Cations 	Exchangeable	CEC	ECEC	ESP
	Ca	Mg	K	Na	Acidity
	 m	 dS/m	Cmol (+)/kg 	%
	0 - 0.03	8A	 0.13C	 26.6K	 4.6	 2.5	 0.6	 7.7B	 42J	1.43
	0.1 - 0.2	8.7A	 0.17C
	0.2 - 0.3	9A	 0.21C
	0.3 - 0.4	9.1A	 0.31C
	0.4 - 0.5	9.2A	 0.39C
	0.5 - 0.6	9.3A	 0.43C
	0.6 - 0.7	9.3A	 0.55C
	0.7 - 0.8	9.4A	 0.69C
	0.8 - 0.9	9.4A	 0.82C
	0.9 - 1	9.3A	 0.9C
	1.1 - 1.1	9.2A	 1.1C
	1.1 - 1.2	9.2A	 1.3C
	1.2 - 1.3	9.2A	 1.3C
	1.3 - 1.4	9A	 1.5C
	1.4 - 1.5	9.1A	 1.6C
	1.5 - 1.6	9A	 1.7C
	1.6 - 1.7	8.9A	 1.8C
	1.7 - 1.8	8.9A	 1.9C
	1.8 - 1.9	8.9A	 2.1C
	1.9 - 2	8.8A	 2.2C
	Depth	CaCO3	Organic	Avail.	Total	Total	Total	Bulk 	Particle  Size  Analysis
	C	P	P	N	K	Density	GV	CS	FS	Silt	Clay
	 m	%	%	 mg/kg	%	%	%	 Mg/m3	%
	0 - 0.03	 0.51A	 1D	 16D	 19	 10	 51
	0.1 - 0.2
	0.2 - 0.3
	0.3 - 0.4
	0.4 - 0.5
	0.5 - 0.6
	0.6 - 0.7
	0.7 - 0.8
	0.8 - 0.9
	0.9 - 1
	1.1 - 1.1
	1.1 - 1.2
	1.2 - 1.3
	1.3 - 1.4
	1.4 - 1.5
	1.5 - 1.6
	1.6 - 1.7
	1.7 - 1.8
	1.8 - 1.9
	1.9 - 2
	Depth	COLE	Gravimetric/Volumetric Water Contents	K sat	K unsat
	Sat.	0.05 Bar	0.1 Bar	0.5 Bar	1 Bar	5 Bar	15 Bar
	 m	g/g -  m3/m3	mm/h	mm/h
	0 - 0.03	 0.2B

	Project Name:	CAN
	Project Code:	CAN	Site ID:	CP122	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (VIC)
	0.1 - 0.2
	0.2 - 0.3
	0.3 - 0.4
	0.4 - 0.5
	0.5 - 0.6
	0.6 - 0.7
	0.7 - 0.8
	0.8 - 0.9
	0.9 - 1
	1.1 - 1.1
	1.1 - 1.2
	1.2 - 1.3
	1.3 - 1.4
	1.4 - 1.5
	1.5 - 1.6
	1.6 - 1.7
	1.7 - 1.8
	1.8 - 1.9
	1.9 - 2

	Project Name:	CAN
	Project Code:	CAN	Site ID:	CP122	Observation ID:	1
	Agency Name:	CSIRO Division of Soils (VIC)
	Laboratory Analyses Completed for this profile
	15_NR_CA	Exch. basic cations (Ca++) - meq per 100g of soil - Not recorded
	15_NR_CEC	CEC - meq per 100g of soil - Not recorded
	15_NR_K	Exch. basic cations (K++) - meq per 100g of soil - Not recorded
	15_NR_MG	Exch. basic cations (Mg++) - meq per 100g of soil - Not recorded
	15_NR_NA	Exch. basic cations (Na++) - meq per 100g of soil - Not recorded
	15G_C_AL1	Exchangeable aluminium - meq per 100g of soil - Aluminium By difference of C and A or B
	19A1	Carbonates - rapid titration
	2A1	Air-dry moisture content
	3A_TSS	Electrical conductivity or soluble salts - Total soluble salts %
	4A1	pH of 1:5 soil/water suspension
	5A2	Chloride - 1:5 soil/water extract, automated colour
	6A1_UC	Organic carbon (%) - Uncorrected Walkley and Black method
	P10_PB_C	Clay (%) - Plummet balance
	P10_PB_CS	Coarse sand (%) - Plummet balance
	P10_PB_FS	Fine sand (%) - Plummet balance
	P10_PB_Z	Silt (%) - Plummet balance
	P3B_GV_15	15 BAR Moisture g/g - Gravimetric using pressure plate